Public Works Department-PWD has published Tender For Nrdwp Scheme Under Dws Sub Div , Mohanpur Sh . Extension Of Pipeline And Mtc . Pipelineand Different Dtw Scheme Other Allied Work During 2019-20 Please Refer The Dniet. Submission Date for this Tender is 30-04-2020. Pipe Laying Tenders in Agartala Tripura. Bidders can get complete Tender details and download the document.
Name of Work: NRDWP scheme within the jurisdiction of DWS Sub-Division, Mohanpur / SH: Extension of Pipeline and maintenance of pipeline and running mtc. of different DTW schemes in/c s other allied work during the year 2019-20. | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Excavating trenches of required width for pipes, cables etc. including excavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge.\nA. For UPVC pipes in new work\na. In all kinds of soil\nFor pipes not exceeding 90 mm dia\n\n\n | 2600 | Mtr | |
2 | 1.01 | For pipes exceeding 90 mm dia but not exceeding 300 mm dia | 1 | 1200 | Mtr |
3 | 1.02 | For G.I. / C.I. / D.I. pipes in new work\na.In all kinds of soil\nii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia\n | 2 | 150 | Mtr |
4 | 2 | \nCharges for fixing and laying rigid UPVC pipes jointing with couplers, solvent cement including testing of joints complete ( excluding the cost of pipes, couplers, solvent cement which are to be issued from the department free of cost and specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. \nA.Class - 3 ( working pressure 6.0 kg / cm2)\ni) 90 mm OD | 3 | 1500 | Mtr |
5 | 2.01 | ii) 110 mm OD | 5 | 800 | Mtr |
6 | 2.02 | iii) 140 mm OD | 6 | 400 | Mtr |
7 | 3 | Charges for laying S & S Centrifugally Cast (Spun) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.\ni) 100 mm dia\n | 7 | 50 | Mtr |
8 | 3.01 | ii) 125 mm dia | 8 | 50 | Mtr |
9 | 3.02 | iii) 150 mm dia | 9 | 50 | Mtr |
10 | 4 | Charges for push-on ( Tyton ) joints to centrifugally ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and excluding the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge.\ni) 100 mm dia | 10 | 10 | No. |
11 | 4.01 | ii) 125 mm dia | 11 | 10 | No. |
12 | 4.02 | iii) 150 mm dia | 12 | 10 | No. |
13 | 5 | Charges for laying in position S & S or flanged D.I. special such tees, bends, collars, tapers and caps etc. ( excluding cost of specials ) as per CPWD specification and direction of the Engineer - in - charge. \n0.3 ton\n | 13 | 0.3 | ton |
14 | 6 | Charges for fixing C.I. sluice valves with cap complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.\ni) 80 mm dia.PN - 1.6\n | 14 | 2 | No. |
15 | 6.01 | ii) 100 mm dia.PN - 1.6 | 15 | 2 | No. |
16 | 6.02 | iii) 125 mm dia.PN - 1.6 | 16 | 2 | No. |
17 | 6.03 | iv) 150 mm dia.PN - 1.6 | 17 | 2 | No. |
18 | 7 | Providing and fixing C.I. Non return valve of approved quality as per CPWD specification and direction of the Engineer - in - charge. i) 100mm nominal bore | 18 | 5 | No. |
19 | 8 | Providing lead caulked joints to spun iron or CI pipes and specials in/c testing of joints but excluding the cost of pig lead as per chapter 20 of CPWD specification and direction of the Engineer-in-charge. \ni) 125mm dia.\n | 19 | 5 | No. |
20 | 8.01 | ii) 150mm dia | 20 | 50 | No. |
21 | 9 | Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.\ni) 50 mm dia. PN - 1.0\n | 21 | 1 | No. |
22 | 10 | Dismantling old CI/DI pipes in/c excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks in/c stacking of pipes at site lead upto 50metre as per chapter 20 of CPWD specification and direction of the Engineer-in-charge. \ni) 150mm dia.\n | 22 | 100 | Mtr |
23 | 11 | Charges for cutting DI pipe with steel saw by manual means as per chapter 20 of CPWD specification and direction of the Engineer-in-charge. i) 100 mm dia. | 23 | 5 | No. |
24 | 11.01 | ii) 125 mm dia. | 24 | 5 | No. |
25 | 11.02 | iv) 150 mm dia. | 25 | 10 | No. |
26 | 12 | Providing and fixing UPVC sevice saddle as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.\ni) 90 mm dia with 15mm dia opening | 26 | 10 | No. |
27 | 12.01 | ii) 110 mm dia with 20mm dia opening | 27 | 10 | No. |
28 | 12.02 | ii) 140 mm dia with 25mm dia opening | 28 | 10 | No. |
29 | 13 | Providing and fixing UPVC moulded cap confirming to IS: 7834(part-8) as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.\ni) 90 mm dia | 29 | 10 | No. |
30 | 13.01 | ii) 110 mm dia | 30 | 10 | No. |
31 | 14 | Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.\ni) 90 mm dia\n | 31 | 5 | No. |
32 | 14.01 | ii) 110 mm dia | 32 | 5 | No. |
33 | 14.02 | iii)140 mm dia | 33 | 5 | No. |
34 | 15 | Providing and fixing UPVC moulded 90 /45 degree Tee conforming to IS : 7834 (Part - 4 / 5 ) complete as per CPWD specification and direction of the Engineer - in - charge.\ni)90 mm dia\n | 34 | 5 | No. |
35 | 15.01 | ii) 110 mm dia | 35 | 10 | No. |
36 | 15.02 | iii) 140 mm dia | 36 | 5 | No. |
37 | 16 | Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.\ni) 90 mm dia\n | 37 | 2 | No. |
38 | 16.01 | ii)110 mm dia | 38 | 8 | No. |
39 | 16.02 | iii) 140 mm dia | 39 | 10 | No. |
40 | 17 | Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. \nA.External work.\ni) 15 mmdia nominal bore | 40 | 48 | Mtr |
41 | 17.01 | ii) 20 mm dia nominal bore\n | 41 | 12 | Mtr. |
42 | 17.02 | iii) 25 mm dia nominal bore | 42 | 6 | Mtr. |
43 | 18 | Providing and fitting,fixing PVC/plastic Bib confirming to IS: 9763 in hydrant points of different location as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia | 43 | 20 | No. |
44 | 19 | Making road crossing by horizontal boring for smooth laying of UPVC / CI / DI / GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge.\nA. By manual means | 44 | 36 | Mtr. |
45 | 20 | Charges for repairing of leakage in UPVC / HDPE pipe line with PVC coupler & solvent cement etc. including necessary earth excavation, backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. complete as per specification & direction of the Engineer-in-charge.\ni) 90 mm OD\n | 45 | 200 | No. |
46 | 20.01 | ii) 110 mm OD | 46 | 200 | No. |
47 | 20.02 | iii) 140 mm OD | 47 | 120 | No. |
48 | 21 | Charges for dismantling PVC / HDPE pipe after necessary excavation of earth including washing and stacking of pipes properly at site with all leads and lifts and backfilling of soil as required in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. complete as per specification & direction of the Engineer-in-charge. i)90 mm dia. | 48 | 180 | Mtr. |
49 | 21.01 | ii)110 mm dia | 49 | 180 | Mtr. |
50 | 21.02 | iii) 140 mm dia | 50 | 60 | Mtr. |
51 | 22 | Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge.\ni)10 mm nominal bore\n | 51 | 30 | No. |
52 | 23 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge.\ni)15 mm dia 150 mm long\n | 52 | 40 | No. |
53 | 23.01 | ii)15 mm dia225 mm long | 53 | 40 | No. |
54 | 23.02 | iii)20 mm dia 150 mm long | 54 | 5 | No. |
55 | 23.03 | iv)20 mm dia225 mm long | 55 | 5 | No. |
56 | 23.04 | v)25 mm dia 150 mm long | 56 | 5 | No. |
57 | 23.05 | vi) 25 mm dia225 mm long | 57 | 5 | No. |
58 | 24 | Providing and fixing,fittng of Brass Full way Valve with handle in the GI pipeline inc. cutting, threading etc. complete as per CPWD specification and direction of the Engineer - in - charge. i) 15mm dia | 58 | 2 | No. |
59 | 24.01 | ii) 20mm Dia | 59 | 2 | No. |
60 | 24.02 | iii)25m dia | 60 | 2 | No. |
61 | 25 | Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.\ni)110x90 mm dia\n | 61 | 5 | No. |
62 | 25.01 | ii)140x110 mm dia | 62 | 5 | No. |
63 | 26 | Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.\ni)15 mm dia | 63 | 40 | No. |
64 | 26.01 | ii)20 mm dia | 64 | 5 | No. |
65 | 26.02 | iii) 25 mm dia | 65 | 5 | No. |
66 | 26.03 | iv) 50mm dia | 66 | 2 | No. |
67 | 26.04 | ii)20 mm dia | 67 | 3 | No. |
68 | 27 | Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.\ni)20x15 mm dia\n | 68 | 5 | No. |
69 | 27.01 | ii)25x20 mm dia | 69 | 5 | No. |
70 | 28 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.\ni) 15 mm dia\n | 70 | 50 | No. |
71 | 28.01 | ii) 20mm dia | 71 | 5 | No. |
72 | 28.02 | iii) 25mm dia | 72 | 5 | No. |
73 | 29 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.\ni)15 mm dia\n | 73 | 40 | No. |
74 | 29.01 | ii) 20 mm dia | 74 | 5 | No. |
75 | 29.02 | iii)25 mm dia | 75 | 5 | No. |
76 | 30 | Labour charges for clearing of deposited iron clouded iron clouded in the PVC pipe of 140,110,90 mm dia by BL chainpully system in/c disposal of iron from site and thoroughly washing the pipe with water complete as per direction of the Engineer-in-charge. | 76 | 5000 | Mtr |
77 | 31 | Labour charges for clearing of deposited iron clouded iron clouded in the CI pipeline of different dia (200,150 mm dia) by chain pully system in/c washing the pipe by water complete as direction of the Engineer-in-charge. | 77 | 2000 | Mtr |
78 | 32 | Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.\nA. Class -3 ( working pressure 6.0 kg/cm2)\ni) 40 mm OD\n | 78 | 350 | Mtr |
79 | 32.01 | ii) 50mm OD | 79 | 200 | Mtr |
80 | 33 | Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in - charge (cost of earth work and fittings will be paid separately). \ni)15 mm dia\n | 80 | 500 | Mtr |
81 | 33.01 | ii)20 mm dia | 81 | 50 | Mtr |
82 | 33.02 | iii)25 mm dia | 82 | 50 | Mtr |
83 | 34 | Providing, fixing and laying fabricated UPVC socket conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.\ni)90 mm dia\n | 83 | 150 | No. |
84 | 34.01 | ii)110 mm dia | 84 | 100 | No. |
85 | 34.02 | ii)140 mm dia | 85 | 60 | No. |
86 | 35 | Charges for washing, cleaning & servicing of ferrule and connection pipe of street hydrant domestic water supply connection upto property line ( for side connection) in/c cost of earth excavation and dismantling the service line in/c ferrule and GI fitting etc. and reconnection the same after necessary washing, cleaning the same as per direction of the Engineer-in-charge. (GI fitting such as GI bend, GI union, GI socket & connection pipe in/c ferrule if required to be paid separately) | 86 | 375 | No. |
87 | 36 | Charges for washing, cleaning & servicing of ferrule and connection pipe of street hydrant domestic water supply connection upto property line ( for road crossing connection) in/c cost of earth excavation and dismantling the service line in/c ferrule and GI fitting etc. and reconnection the same after necessary washing, cleaning the same as per direction of the Engineer-in-charge. (GI fitting such as GI bend, GI union, GI socket & connection pipe in/c ferrule if required to be paid separately) | 87 | 200 | No. |
88 | 37 | Providing and fitting fixing 150 mm dia MS mechanical joint complete in CI/DI pipeline for repairing of leakage etc. of approved quality in/c testing of joints as per direction of the Engineer-in-charge. | 88 | 15 | No. |
89 | 38 | Providing and fitting fixing 200 mm dia MS mechanical joint complete in CI/DI pipeline for repairing of leakage etc. of approved quality in/c testing of joints as per direction of the Engineer-in-charge. \n | 89 | 7 | No. |
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